Proposition of designing method for barrettes as a non-direct foundation of engineering construction

• Authors: Grzegorz Kacprzak
• Languages of publication: PL

Abstracts

PL

The paper presents barrettes, which are a useful method of designing non-direct foundations of engineering construction. The methodology is based on the distribution of forces acting on a foundation capping slab into each barrette, which depends on its stiffness. To determine the proper stiffness of an individual barrette comprising the foundation system, the transformational function of a pile with large diameter was used. Finally, the stiffness of each barrette as an element of foundation system was corrected in view of the groupʼs impact.

Keywords

PL

barrette, transformational function, settlement

• Publisher: [unknown2]
• Journal: Czasopismo Techniczne
• Year: -

Dates

online

2016-04-26

Contributors

author

Grzegorz Kacprzak